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inclined at 30° to the known directions of the In a stressed member , *0 retio u= 0.3. Determine the magnitude of the 30 principal stress. 445 10 Lution: 30 *, - -32 x 10 *

inclined at 30° to the known directions of the In a stressed member , *0 retio u= 0.3. Determine the magnitude of the 30 principal stress. 445 10 Lution: 30 *, - -32 x 10 *

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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respectively. E = 2.1 x 10 N/mm? and Poisson's ratio u = 0.3. Determine the magnitude of the In a stressed member 30 principal stress. 445 10" 1..eion: 30 32 10
Transcribed Image Text:respectively. E = 2.1 x 10 N/mm? and Poisson's ratio u = 0.3. Determine the magnitude of the In a stressed member 30 principal stress. 445 10" 1..eion: 30 32 10
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